SITE / BUILDING PLAN 10/18/16 10/18/16 A+M ARCHITECTS, LLC REINF. ANGLE REQUIRED AT ALL ROOFTOP UNITS WHERE "X" EXCEEDS 8"

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1 10'-7" 4 7/8" 30'- 20'-7 3/8" WH WH A+M ARCHITECTS, LLC TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL OCCUPANTS WITHIN THE BUILDING ARE IN COMPLIANCE WITH APPLICABLE ILLINOIS STATE PLUMBING CODES PERTAINING TO THE NUMBER OF PLUMBING FIXTURES BEING PROVIDED TO EACH OCCUPANT, BASED ON THEIR OCCUPANCY TYPE. REINF. ANGLE REQUIRED AT ALL ROOFTOP UNITS WHERE "X" EXCEEDS 8" REINF. ANGLE REQUIRED AT ALL ROOFTOP APPLIED CONCENTRATED LOADS NOT OCCURING AT JOIST PANEL POINTS NOTE: THE ADDITION OF STRUTS AS SHOWN DOES NOT GUARANTEE THAT A JOIST CAN CARRY ANY LOAD THAT MIGHT BE APPLIED IN THIS MANNER. FOR ALL POINT LOADS EXCEEDING 200 POUNDS AND FOR MULTIPLE POINT LOADS TOTALING MORE THAN 300 POUNDS APPLIED TO A SINGLE JOIST, NOTIFY THE ARCHITECT OR GET APPROVAL FROM THE JOIST MANUFACTURER. PRE-ENG. RAMP W/ 42" GUARDRAIL AND 36" HANDRAIL AS INDICATED ROOF TOP EQUIPMENT EQUIPMENT CURB 3'-6" "X" PROVIDE ROOF FLASHING AS REQ'D. EXIST. ROOF CONSTR. 1/4" GUSSET PLATE WELD TO JOIST AT ANGLE L3x3x5/16 TYP. UNDER ALL CURBS STL. BAR JOIST L2x2x1/4 STRUT - WELD TO T/CHORD AT CURB LOCATION AND TO B/CHORD AT PANEL POINT 7R AT 7" = 4'-1" VIF PRE-ENG. STAIR W/ 42" GUARDRAIL AND 36" HANDRAIL AS INDICATED (MEET ADA REQ'TS FOR RAIL EXTENTIONS, ETC.) 5'-11" 6T AT 11" = 5'-6" 6"Ø x 4' HIGH CONCRETE FILLED STD. STL. PIPE BOLLARD (PTD) 5'-0" 24'-0" 5'-0" 24'-0" ILLINOIS DESIGN FIRM NO I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF AND TO THE EXTENT OF MY CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH ALL THE APPLICABLE CODES, INCLUDING THE ENVIRONMENTAL BARRIERS ACT (410 ILCS) FOR THE VILLAGE OF BEDFORD PARK, IL B A C D E G H J K L M N F O P Q R S T U V ILLINOIS DESIGN FIRM NO TOTAL DISTANCE = 422'-0" BATTERY CHARGERS 20'-0" TOTAL DISTANCE = 422'-0" 6 7 N SITE / BUILDING PLAN

2 4 7/8" A+M ARCHITECTS, LLC EXIST. GRADE EL. -4'-0" 2'-0" V.I.F. 10'-0" 3/8" 6'-11 5/8" 2'-11 3/4" 1/4" VIF 1'-7" MAX. PROVIDE SEALANT AND BACKER ROD INSIDE AND OUT ALL AROUND FRAME PROVIDE GRIP FLASHING AT WINDOW HEAD INTENT IS TO MATCH EXISTING INFILLED OVERHEAD DOOR OPENINGS AT ADJACENT TENANT SPACE. VERIFY COLORS AND MULLION PATTERN WITH THOSE EXISTING AND NOTIFY ARCHITECT OF ANY DISSIMILARITIES PRIOR TO PROCEEDING 1" INSUL TEMP. GLASS IN THERMALLY BROKEN ANOD. ALUM. FRAME - MATCH GLASS AND FRAME COLOR WITH SIM. OPENINGS INFILLED PREVIOUSLY 8'-0 1/2" V.I.F. 6" CONC. SLAB (3500 PSI) W/6"x6" W2.9x2.9 WWF ON COMP. GRAN. BASE #5 BARS AT 12" O.C. EA, WAY #4x8" DOWEL EMBED INTO EXIST. CONC. CONTROLS AND OPERATING MECHANISMS FOR THE ACCESIBLE TOILET ROOM DEVICES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQ'D TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. 3'-3 15/16" 39" to 41" 6" 1'-7" MAX. 4'-2" W3630 W '-2" W3630 1'-0" 2" 2'-0" GYP. BOARD (PTD.) (PAINT ALL EXPOSED SURFACES) PLASTIC LAM. COUNTER TOP W/ 4" BACKSPLASH ST. STL. DOUBLE BOWL SINK (MAX. 6 1/2" DEEP) 4'-2" D E F G H EXIST. EXIT STAIR FIRE CAULK ALL PENETRATIONS (U.L. SYSTEM NO. W-L-1154) ALL METALLIC PIPE PENETRATIONS TO BE PACKED WITH FIRE BATT - PROVIDE HILTI CP 606 FIRESTOP SEALANT UL. Nos. W-J-1124, 1128 OR 1191 EXIST. SANITARY SEWER EXISTING 1 HR. DEMISING WALL 30x48 AREA OF RESCUE ASSISTANCE - INSTALL COMMUNCATION & SIGNAGE AS REQ'D TO MEET IL. ACCESS REQUIREMENTS 15'- 5'-0" PLYWOOD (PTD) TO 8'-0" AFF ALONG WALL EX. 1 HR. DEMISING WALL TOTAL DISTANCE = 422'-0" 52'-4 5/8" 251'-9 7/8" 2'-0" EXIST. 90x96 OUTSIDE AIR INTAKE LOUVER W/MOTORIZED DAMPER. 5'-0" 7'-0" 10'-0" 7'-4" 10'-0" 7'-4" 10'-0" 7'-4" 10'-0" 9'-8" 20'-0" PROVIDE EYE WASH IN BATTERY CHARGER AREA AS REQ'D BY CODE - BATTERIES ARE NOT REMOVED AND PLACED ON RACKS FOR CHARGING PROVIDE EPOXY PAINT FLOOR FINISH IN BATTERY CHARGER AREA (SHADED) PROVIDE VENTILATION IN BATTERY CHARGER AREA AS REQ'D BY CODE PLYWOOD (PTD) TO 4'-0" AFF ALONG WALL 4 115'-0" 10'-0" 110'-0" 22'-1" 3'-4" TOTAL DISTANCE = 422'-0" 45'-3 3/8" TYPICAL 60x60 5-TIER STACK TYPICAL 40x40 3-TIER PALLET RACK ALONG PERIMETER (2) WALLS OF OPEN FLOOR BARRELL STACKING AREA OPEN FLOOR BARREL STACKING 3'-4" EXISTING 1 HR. DEMISING WALL EXIST. SANITARY SEWER TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL OCCUPANTS WITHIN THE BUILDING ARE IN COMPLIANCE WITH APPLICABLE ILLINOIS STATE PLUMBING CODES PERTAINING TO THE NUMBER OF PLUMBING FIXTURES BEING PROVIDED TO EACH OCCUPANT, BASED ON THEIR OCCUPANCY TYPE. I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF AND TO THE EXTENT OF MY CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH ALL THE APPLICABLE CODES, INCLUDING THE ENVIRONMENTAL BARRIERS ACT (410 ILCS) FOR THE VILLAGE OF BEDFORD PARK, IL ILLINOIS DESIGN FIRM NO '-6" 1'-6" 5'-0" 1'-6" 14'-0" PROVIDE NEW SWING DOCK LOCKS PROVIDE PREFABRICATED AWNING OVER NEW STAIR/RAMP LANDING (2) 6"Ø x 4'CONC. FILLED PIPEGUARD (PTD. SAFETY YELLOW) NEW PRE-ENG. STAIR, RAMP AND HANDRAILS (2) 6"Ø x 4'CONC. FILLED PIPEGUARD (PTD. SAFETY YELLOW)

3 4 7/8" 4'-0" MIN. 6" 2" SEE PLAN FOR PARTITION TYPE EXTEND GYP. BD. 6" ABOVE LAY-IN CEILING HEADER DETAIL 1/2" 5/8" GAP PARTITION OR EQUIPMENT TO BE PROTECTED 1 LAYER 5/8" TYPE "X" GYP. BD. ON 8" METAL 16" O.C. MTL. CONTROL JOINT MAX. 30'-0" O.C. 5/8" TYPE "X" GYP. BD. (2 LAYERS) N EXIST. DOCK LEVELER TO BE REMOVED AND INFILLED W/ CONC. SLAB ON GRAN. BASE EXIST. OVHD. DOOR, BUMBERS, ETC. TO BE REMOVED - PROVIDE NEW 9'x10' ALUM. AND GLASS STOREFRONT SYSTEM DEMOLITION PLAN 9'-0" 2" 2" 2'-4" 2" 2" PROVIDE 6"Ø CONC. FILLED PIPE BOLLARD PLYWOOD (PTD) TO 4'-0" AFF AROUND PERIMETER OF OFFICE EXIST. SANITARY SEWER 64'-9 1/2" 16'-8" 11'-0" 11'-0" 3'-6" 5'-0" 14'-0" HOSE BIBB 1'-0" B 213 2'- 9'-0" 1'-1 3/4" 9'-0" 16'-2" A '-8" 5'-7 3/4" '-6" '-8 3/4" 5'-0" '-6" 2'x4' PL SHELF W/WALL BRACKETS TENANT SHALL PROVIDE BOTTLED WATER DISPENSER TO SATISFY DRINKING WATER COMPLIANCE EXIST. ELEC. PANELS HOLD 5'-3" EXIST. ELEC. PANELS 1'- 5'-4" 19'- 12'-6" 13'- 4'-0" 16'-8" A+M ARCHITECTS, LLC TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL OCCUPANTS WITHIN THE BUILDING ARE IN COMPLIANCE WITH APPLICABLE ILLINOIS STATE PLUMBING CODES PERTAINING TO THE NUMBER OF PLUMBING FIXTURES BEING PROVIDED TO EACH OCCUPANT, BASED ON THEIR OCCUPANCY TYPE. GUARDRAIL TS5x5x3/16" STL. COLUMN STEEL COLUMN 12x12x3/4" BASE PLATE L3x3x3/16"x BOLTED TO SLAB - MIN. EMBED 3/4"Ø BOLTS EXTENDING A MIN. INTO SLAB AND SET IN EPOXY GROUT (TYP.) 1'-0" 1'-0" 10'-0" 2" 6'-10" 2" 2'-8" 2" PROVIDE 6"Ø CONC. FILLED PIPE BOLLARD PROVIDE TYCO WS SPRINKLER CURTAIN OR APPROVED EQUAL AT WINDOWS IN 1-HR. SEPARATION WALL - SPR. HEADS TO BE BOTH SIDES OF OPNG. AS REQ'D FOR 1 HR. RATED PARTITION - SEE DTL. 3/A-3 5'-0" 3'-4" 3'-6" 7'-0" 6'-0" 8'-8" 31'-0" NEW FLOOR MTD. GUARDRAIL - SEE DTL. 3/A-3 5'-0" 6'-0" 26'-0" I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF AND TO THE EXTENT OF MY CONTRACTUAL OBLIGATION, THEY ARE IN COMPLIANCE WITH ALL THE APPLICABLE CODES, INCLUDING THE ENVIRONMENTAL BARRIERS ACT (410 ILCS) FOR THE VILLAGE OF BEDFORD PARK, IL PROVIDE 6"Ø CONC. FILLED PIPE BOLLARD 4'-6 3/4" WILL CALL 2" 1" B/MTL. DECK EL. +/- 37'-0" N OFFICE PLAN HEAD OF WALL SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURES (TYP) 3 5/8" MTL. STUD DIAGONAL BRACING PROVIDE ACT TILE IN WHITE CEILING GRID 5 3/4" 4 7/8" 10" 1" ILLINOIS DESIGN FIRM NO MTL. STUD DIAGONAL BRACING STEEL STUDS ACOUSTICAL INSUL. AS PER WALL TYPE SEE SCHEDULE STEEL STUD RUNNER CEILING TILE SEE REFLECTED CEILING PLAN STEEL STUDS ACOUSTICAL INSUL. AS PER WALL TYPE SEE SCHEDULE 1/4" CLR. TEMP. GLASS 5/8" GYP. BD. (BOTH SIDES) 5/8" GYP. BD. (BOTH SIDES) 2" 2" 1'-4" 2" 4'-2" 2" H.M. FRAME (PTD.) PROVIDE TYCO, OR EQUAL, SPRINKLER HEAD ON EACH SIDE OF WINDOWS IN 1 HOUR PARTITION A - SEE PLAN 6'-0" 4'-2" 4'-2" 8" WALL PARTITION TYPE STEEL STUD RUNNER 3 5/8" WALL PARTITION TYPE MTL. STUD DIAGONAL BRACING STEEL STUD RUNNER STEEL STUDS ACOUSTICAL INSUL. AS PER WALL TYPE SEE SCHEDULE CEILING TILE SEE REFLECTED CEILING PLAN STEEL STUDS ACOUSTICAL INSUL. AS PER WALL TYPE SEE SCHEDULE 6" 2'-0" N REFLECTED CEILING PLAN 5/8" GYP. BD. (BOTH SIDES) 5/8" GYP. BD. (BOTH SIDES) STEEL STUD RUNNER 5 3/4" 10" 3 5/8" WALL PARTITION TYPE PLUMBING CHASE PARTITION

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